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HSA & ASSOCIATES <br />CONSULTING STRUCTURAL ENGINEERS <br />301 N. Lake Avenue, Suite 500 <br />Pasadena, CA 91101 <br />Job # : - <br />Date: 6/11/2024 <br />Design: JOHN MURPHY <br />COLUMN LOADS <br />≔DL2ND ⋅33 psf <br />≔LL2ND ⋅40 psf <br />≔DLROOF ⋅18 psf <br />≔LLROOF ⋅12 psf <br />≔ACONCENTRIC ⋅236 ft 2 <br />≔AECCENTRIC ⋅233 ft 2 <br />≔ATOTAL ⋅471 ft 2 <br />≔DLECCENTRIC =⋅DL2ND AECCENTRIC 7.689 kip <br />≔LLECCENTRIC =⋅LL2ND AECCENTRIC 9320 lbf <br />≔DLCONCENTRIC =+⋅DL2ND ACONCENTRIC ⋅DLROOF ATOTAL 16.266 kip <br />≔LCONCENTRIC =⋅LL2ND ACONCENTRIC 9440 lbf <br />≔LROOF =⋅ATOTAL LLROOF 5.652 kip <br />FROM ENERCALC: 11 K ADD LOAD ALLOWABLE IN <br />ADDITION TO 14 PSF CONCRETE <br />≔DLCONC =-+⋅11 ――――kip <br />ACONCENTRIC <br />⋅14 psf ⋅5 psf 55.61 psf <br />≔THICKNESS =―――DLCONC <br />⋅110 pcf 6.067 in <br />FOUNDATION LOADS <br />HSA & ASSOCIATES 02/27/2025 Page 13 <br />2130 E 4th St - REV <br />13/10/2025